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CL WALL = CL FTG -=1 ®— CROWNED GROUT CAP <br />-- SEALED, SPLIT FACE 8" SOLID <br />GROUTED CMU WALL W/ #5 VERTS <br />@ 16" OC AT CL WALL & #5 HORN @ <br />24" OC & AT TOP & BOTTOM <br />�a <br />TOOLED EDGE <br />#4 CONT <br />#4x --J @ 24"OC <br />LINEOF------\ <br />UNDISTURBED <br />GRADE <br />6" <br />•is <br />INVERTED BOND UNIT <br />FINISH GLADE/ <br />EXT SLAB - SAD �- <br />z <br />#5@16"OC <br />• • • (4) #5 CONT <br />3" DOWELS @ CL OF WALLS <br />CLR 3' G" TO MATCH VERT WALL <br />t <br />REINF. ALTERNATE HOOKS <br />PROVIDE 3" CONC <br />COVER @ BASE PL <br />21/2% �2 1/2" <br />PL 112 Wl (2) <br />! 5/8"0 x 16" AB <br />+ <br />LL <br />q <br />SEAL WELD OTHER SIDES <br />X PLAN VIEW tra <br />SEE 1.1 OTHERWISE <br />i I <br />f ! <br />( 1 <br />i I <br />! ! <br />HSS COLUMN BEYOND ! 9 <br />i I <br />! ! <br />i I <br />1/8" RADIUS <br />THRESHOLD ANGLE c <br />EXT SLAB S <br />z <br />a <br />eV <br />c <br />314"= V-0" <br />CL FTG & COL <br />xa <br />---@ 24"oc <br />PER PLAN <br />IE <br />SEE 541.1 OTHERWISE <br />_L HSS & RUN REINF THRU @ ( '[ <br />PL WI (4) 314"o HEADED ABS <br />)BL NUTS <br />F—@ 24"oc <br />GRADE <br />?"HS GROUT <br />JF PER SCHED & PLAN <br />ID AS <br />I REINF <br /># <br />I 3/ - 1=_G" <br />1 112" <br />114 <br />° <br />N <br />O 4 R CL WT <br />=CL PL <br />SEE 54.1.1 OTHERWISE <br />1 <br />11 3/4" 31/4" <br />1" <br />WT PER PLAN 3/4" PL W/ (4) 3/4"o HEADED AB'S <br />W/ DBL NUTS <br />EXT SLAB SAD <br />I 1 <br />118" RADIUS OR <br />THRESHOLD <br />ANGLE,SAD <br />EXT SLAB, SAD <br />1/70X12" ROD <br />18" OC AT DOOR <br />OPENINGS (3 MIN) <br />------�—� <br />s <br />s <br />314" - 1'-0" <br />WALL SHTG <br />PER PLAN & SW <br />SCHEDULE <br />6" HIGH <br />CURB 1N 7� <br />WALL EN <br />I <br />I <br />(2) #5 T&B <br />1 <br />#3 X C3 @ 32" OC <br />PER PLAN <br />7A Y 7 , 3J4"1,-0" <br />#4 CC <br />#4@24"OC VE <br />CL SW = ----� <br />CL FTG <br />SEE 541.1 OTHERWISE <br />SEE 541.1 OTHERWISE <br />STUDS PER PLAN <br />�••-•-•-°- #4 CONT IN <br />PTDF SILL PLATE PER PLAN <br />& SW SCHEDULE <br />##4 CONT <br />CONC SLAB PER PLAN <br />LOWEST ADJACENT <br />PAD SUBGRADE <br />z• <br />#4x 7% @ 24 -or, ALT BENDS <br />EXCEPT AT DOWEL JT <br />#4x L@ 24" OC IN 7/ <br />SEE 541.1 OTHERWISE <br />3(4"= V-0" <br />AN <br />IS <br />CMU WALL PER PLAN, <br />WALL ELEVATION & 4 <br />51.3 <br />W <br />v <br />SLAB OR FINISHED CL <br />GRADE AS OCCURS SAD <br />INVERTED BOND UNIT <br />BREAK OUT CELLS FOR 1717-L' I <br />CLEAN GUTS AT VERT <br />REINR CLEAN & <br />F <br />ROUGHEN TQC PRIOR <br />TO PLACING CMU <br />DOWEL x L SIZE & SPACING <br />TO MATCH VERT WALL REINF <br />3/4"= 1'-0" <br />i <br />CL WALL <br />CL FTG <br />IT CMU WALL <br />I <br />0" iYP <br />24" <br />#4x wr—@24"OC <br />XV -O" FF <br />TOC 01-0" <br />TOF -9-10" <br />4 <br />i --' <br />LOWEST ADJACENT <br />SUBGRADE <br />#3 x M AS REQUIRED TO <br />SUPPORT DOWELS <br />#3 x 0 @ 48" OC <br />(4) #6 T&B EVENLY SPACED <br />PER PLAN <br />,�- GL WALL <br />° = CL FTG <br />SEE S4I1.1 OTHERWISE <br />PER PLAN <br />3/4" - 1'-0" <br />CMU WALL BEYOND ! <br />1 I� <br />I <br />I <br />1/8" RADIUS OR I I <br />THRESHOLD ANGLE <br />SAD TYP ES <br />EXT SLAB SAD <br />1/2" fix 12" ROD @ 1S" OC <br />AT CMU OPENINGS (3 MIN) <br />#4x ' 24" OC & <br />6" FROM EA END TYP <br />CMU OPENINGS <br />3/4" =1'-0" <br />TOC V_T <br />SEE S4I1.1 OTHERWISE <br />t <br />CMU WALL BEYOND <br />i <br />i C <br />I CL FTG & COL <br />I <br />X PLAN VIEW € I 1 COL PER PLAN <br />I <br />SLAB OR FINISHED BLOCKOUT AS! REQUIRED 3/4" PLATE W/ <br />GRADE AS OCCURS(4) 314"e AB's <br />I I W/ DBL NUTS <br />PROVIDE T MIN CONC x ( 1 1/2" HS GROUT <br />COVER AT STEEL } ! ! <br />- <br />FT I <br />3; co <br />i i r BGRADE <br />Cr <br />``r s --j38 i i 4" MIN <br />w� <br />° REINF PER SCHED <br />R� T CLR <br />C3 FTG BEYOND AS <br />OCCURS WI REINF <br />CONT THRU <br />PERSCHED <br />Aindeibon <br />Sltructu 650 University Ave., Suite 110 <br />25 <br />Phone, 916Sacramento' 514CA -9109 <br />L � ) <br />GII*UUP <br />ASG Project No. 15018 <br />Copyright 0 2415 Rainforth Grau Architects. RSI rights reserved. Reprorluelaon of these pianos, either in whale or in part, including arty form <br />of copying andtor prepardon of derivative works thereof, for any reason without prior wrilterr permission, is stdotly pmhiblted. <br />DSA SE <br />File No. 33-53 <br />DRAWN PROJECT NO. <br />Revision TJS 15-1207 <br />CHECKEDDATE <br />TGK 6-26-15 <br />SCALE SHEET <br />34"= V-0" <br />— S4.1,1 <br />1' <br />w <br />{g, <br />r • • r <br />CLR <br />PER SCHED <br />118" RADIUS OR <br />THRESHOLD <br />ANGLE,SAD <br />EXT SLAB, SAD <br />1/70X12" ROD <br />18" OC AT DOOR <br />OPENINGS (3 MIN) <br />------�—� <br />s <br />s <br />314" - 1'-0" <br />WALL SHTG <br />PER PLAN & SW <br />SCHEDULE <br />6" HIGH <br />CURB 1N 7� <br />WALL EN <br />I <br />I <br />(2) #5 T&B <br />1 <br />#3 X C3 @ 32" OC <br />PER PLAN <br />7A Y 7 , 3J4"1,-0" <br />#4 CC <br />#4@24"OC VE <br />CL SW = ----� <br />CL FTG <br />SEE 541.1 OTHERWISE <br />SEE 541.1 OTHERWISE <br />STUDS PER PLAN <br />�••-•-•-°- #4 CONT IN <br />PTDF SILL PLATE PER PLAN <br />& SW SCHEDULE <br />##4 CONT <br />CONC SLAB PER PLAN <br />LOWEST ADJACENT <br />PAD SUBGRADE <br />z• <br />#4x 7% @ 24 -or, ALT BENDS <br />EXCEPT AT DOWEL JT <br />#4x L@ 24" OC IN 7/ <br />SEE 541.1 OTHERWISE <br />3(4"= V-0" <br />AN <br />IS <br />CMU WALL PER PLAN, <br />WALL ELEVATION & 4 <br />51.3 <br />W <br />v <br />SLAB OR FINISHED CL <br />GRADE AS OCCURS SAD <br />INVERTED BOND UNIT <br />BREAK OUT CELLS FOR 1717-L' I <br />CLEAN GUTS AT VERT <br />REINR CLEAN & <br />F <br />ROUGHEN TQC PRIOR <br />TO PLACING CMU <br />DOWEL x L SIZE & SPACING <br />TO MATCH VERT WALL REINF <br />3/4"= 1'-0" <br />i <br />CL WALL <br />CL FTG <br />IT CMU WALL <br />I <br />0" iYP <br />24" <br />#4x wr—@24"OC <br />XV -O" FF <br />TOC 01-0" <br />TOF -9-10" <br />4 <br />i --' <br />LOWEST ADJACENT <br />SUBGRADE <br />#3 x M AS REQUIRED TO <br />SUPPORT DOWELS <br />#3 x 0 @ 48" OC <br />(4) #6 T&B EVENLY SPACED <br />PER PLAN <br />,�- GL WALL <br />° = CL FTG <br />SEE S4I1.1 OTHERWISE <br />PER PLAN <br />3/4" - 1'-0" <br />CMU WALL BEYOND ! <br />1 I� <br />I <br />I <br />1/8" RADIUS OR I I <br />THRESHOLD ANGLE <br />SAD TYP ES <br />EXT SLAB SAD <br />1/2" fix 12" ROD @ 1S" OC <br />AT CMU OPENINGS (3 MIN) <br />#4x ' 24" OC & <br />6" FROM EA END TYP <br />CMU OPENINGS <br />3/4" =1'-0" <br />TOC V_T <br />SEE S4I1.1 OTHERWISE <br />t <br />CMU WALL BEYOND <br />i <br />i C <br />I CL FTG & COL <br />I <br />X PLAN VIEW € I 1 COL PER PLAN <br />I <br />SLAB OR FINISHED BLOCKOUT AS! REQUIRED 3/4" PLATE W/ <br />GRADE AS OCCURS(4) 314"e AB's <br />I I W/ DBL NUTS <br />PROVIDE T MIN CONC x ( 1 1/2" HS GROUT <br />COVER AT STEEL } ! ! <br />- <br />FT I <br />3; co <br />i i r BGRADE <br />Cr <br />``r s --j38 i i 4" MIN <br />w� <br />° REINF PER SCHED <br />R� T CLR <br />C3 FTG BEYOND AS <br />OCCURS WI REINF <br />CONT THRU <br />PERSCHED <br />Aindeibon <br />Sltructu 650 University Ave., Suite 110 <br />25 <br />Phone, 916Sacramento' 514CA -9109 <br />L � ) <br />GII*UUP <br />ASG Project No. 15018 <br />Copyright 0 2415 Rainforth Grau Architects. RSI rights reserved. Reprorluelaon of these pianos, either in whale or in part, including arty form <br />of copying andtor prepardon of derivative works thereof, for any reason without prior wrilterr permission, is stdotly pmhiblted. <br />DSA SE <br />File No. 33-53 <br />DRAWN PROJECT NO. <br />Revision TJS 15-1207 <br />CHECKEDDATE <br />TGK 6-26-15 <br />SCALE SHEET <br />34"= V-0" <br />— S4.1,1 <br />