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HomeMy WebLinkAboutS001 - Typical Section and DetailsSEALANT BOND BREAKER TAPE #5x2'-6"©12"o.c. - 2"x4" KEYWAY TYPICAL CONSTRUCTION JOINT IN WALL cvERncnL JoiNr> 1/2"=1'-O" 6"0 SCH. 80 PIPE FILL W/ CONCRETE PAINT SAFETY YELLOW 7(4)2 W/ CONCRETE DED ED A 4 4 d TYPICAL BOLLARD AT SUPPORTED SLABS SEE CIVIL DRAWINGS FOR BOLLARDS AT SLAB ON GRADE TYPICAL PIPE BOLLARD 1/2"=1'-O" CV Lc) CV O O O U O L0 ro KEYED COLD JOINT IN SLAB ON GRADE 6x6-W2.9xW2.9 WWF (BREAK AT JOINT) TYPICAL CONSTRUCTION JOINT IN SLAB ON GRADE FOOTING REINFORCEMENT TYPICAL FOOTING STEP— NO SCALE '4" DEEP SAWED ROL JOINT W/ & BACKER ROD I'1VVIIIVIV/1L LI1J1� YYLJI CONTROL JOINTS ® BAY THIRD POINTS (TYP.) TYPICAL CONTROL JOINT PLAN 1/1 6"= l'-O" 2-#5 CMU LINTEL DETAILS 8-#5x4'-O" TWO ACROSS EACH CORI ONE EACH FACE INSTALL ADD1 REBARS xEQUAL TO THOSE INTERRUPTED BY OPENING TYPICAL SLAB/WALL OPENING NO SCALE 3/4" SEALANT M = TOOLED JOINT PER REQUIREMENTS OF r 0 0o SEALANT MANUFACTURER °o 0 , 00. °00()0000 000 00 0000 000 0 000 00 CLOSED i BACKER A,o CELL TYPICAL SEALANT DETAIL FULL SCALE /4" DEEP SAWED ITROL JOINT ICRETE COLUMN B-ON-GRADE 4 x 4'-0" (TYP.) NOT CROSS �HvJED JOINT) TYPICAL CONTROL JOINT DETAIL AT COLUMNS 1 /2"=1 ' -0" EDGE OF POST -TENSIONED — SLAB OR SLAB -ON -GRADE LOCATION OF REFERENCEif SLAB ELEVATION SAME SIZE �i SPACING HORIZONT/-%L nuiVr. 3/4" COVE SEALANT JOINT ALL AROUND CONCRETE WASH ALL AROUND AT EACH COLUMN TO SLAB JOINT (TYP.) T CORNER 1 /2"=1'-O" a Y 11�= I . I1III I I1 — 1 11 #5 x NoL 2'-0" @ SAME 1111 SPACING AS HORIZONTAL 11,,111,;,111��,111=III' IIIIIII REINF. III III -_ II IIII . 2'-0AF SAME SIZE AND SPACING AS — N HORIZONTAL REINF. :III ' i l l l—III—III—I—I—I 11 A i I IIII—III—III— i� '— ' INSIDE CORNER 2'-0" MODIFY AS REQUIRED AT FLOOR (TYP) DRAINS TO MAINTAIN PROPER DRAINAGE WITHOUT PONDING N SEE PLAN 44 T/S LAB CONCRETE BEAM CONCRETE COLUMN TYPICAL DRAINAGE WASH AT COLUMN OUTSIDE CORNER TYPICAL THICKENED SLAB 3/4"=1'-O" COLUMN OR WALL FOOTING a PROPOSED GRADE OR FINISHED FLOOR :3 _O, ....:.... :..:..:... MIN..'. .......: COMPACTED ENGINEERED d FILL ... _ _ _ _ ______ _ _ _ _ __ _____ _ _ _---- _ _- -- ..1...•.•..... . ------------------------------- -------------------------- 1 1=1 1 1=1 1 1=1 1 1-1 SUITABLE BEARING LAYER-1 1 1=1 1 1=1 1 I 11( EXTENT OF COMPACTED FILL NO SCALE NO SCALE TI iinv'AI C`I AI'I Tn A TYPICAL SLAB WASH 1 "=1'-0„ CONCRETE WALL HORIZ. WALL i — 1 /2" GAP, CAULK REINFORCING AND BACKER ROD BOTH SIDES 1 1 /2" CLR SEE COLUMN SCHEDULE FOR COLUMN REINFORCING AND FOOTING DOWELS SEE COLUMN SCHEDULE WHERE WALL IS CONTINUOUS #4 TIES ®12"o.c. OVER COLUMN FOOTING, INSTALL WALL FOOTING DOWELS INTO • COLUMN FOOTING SEE FOOTING SCHEDULE FOR SIZE, DEPTH AND REINFORCING TYPICAL COLUMN FOOTING 1 /2"=1'-O" CONTINUE WALL FOOTING REINFORCING THRU COLUMN FOOTING OILSEE PLAN WALL FOOTING � z H uLu Z =O o "_c 2 In N 6) Lo LC) Lo LO co 0 Z Ir0 co Uj o W 0 r �m L Z W z CO � Lli Q W o Q WLL1oQ z H Z z a6 °C ocW LO = Tco aJ CERTIFIED BY ``�' , L \STE, 9Gi No. �10201124 STATE 0 ., NA v O O N CIO O � � U z I �`R co LL m��mrS 2 z Je > WV JZ —z W 0 CMV ` J O Q � z V z � E Q U 70 LJ Q U o ~ J W� Vn, U rr � o LO U 'c LO ~ A W .2 L E >_ 0 70� a v w SYM. I REVISION DATE A I ISSUE FOR PERMIT 10/25/21 z Q z 0 w cn U) Q U Q w J w H — H Q CHECKED BY AC K DRAWN BY SLH SCALE AS NOTED DATE SHEET NO. Soot