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P.C. PANEL <br />PER ELEVATIONS <br />- <br />o J <br />O O <br />1- #5 CONT. <br />9 LLLL <br />DOWELS TYP. <br />U.N.O.JAMB <br />ro <br />U.MIN. @ JAMB <br />WIDTHS <br />3'-0" OR LESS) <br />HOLD <br />1 1/2" CLR. <br />FINISHED GRADE OR CONC. <br />SLAB PER ARCH. <br />9 <br />0 <br />0 <br />(PER PLAN) <br />zW <br />a= <br />° <br />_- <br />s� <br />( <br />O <br />= <br />E. <br />FTG. DRAIN <br />PER CIVIL <br />SLAB ON GRADE <br />PER PLAN cl <br />a COND. HIGH MAN DOOR <br />MAN DOOR <br />0000o w <br />iu�1-D7 <br />ITf-I I- III - <br />- TYPEQ CONNECTION <br />PER ELEVS. U.N.O. (SEE 0 <br />ELEVS.) (CENTER FTG. w <br />EMBEDS ON GRID) L=j <br />w <br />- 1" CONT. SOLID o- <br />NON-SHRINK GROUT <br />-TRANSVERSE <br />BARS PER 0 <br />SCHEDULE <br />�ap0p <br />ONW <br />EQ. <br />ggx <br />m cam <br />WIDTH PER PLAN <br />REINF. PER SCHEDULE <br />CONTINUOUS FOOTING <br />REINFORCEMENT SCHEDULE (REF. 1/S2.1) <br />BOTTOM <br />TOP <br />LONGITUDINAL <br />WIDTH <br />DEPTH <br />BARS <br />TRANSVERSE <br />TRANSVERSE <br />BARS <br />BARS <br />W<3'4" <br />111/4" <br />(2 TOP 8 5 #53 BOTTOM) <br />N/A <br />N/A <br />W13'-0" <br />1.,.. <br />5- #5 L.W. TOP & BOT. <br />#5 @ 16"oc <br />#5 @ 18"oc <br />SECTION <br />31" = 1'-0" <br />11/2" 11/2" <br />TYR TYP. <br />c <br />va <br />NOTE: <br />BALANCE OF INFO. PER 1/S2.1 <br />CENTERLINE AND 3/S2.1 <br />COLUMN &FOOTING <br />P.C. PANEL (JAMB) BEYOND <br />I I <br />I I <br />3/4" BASE PLATE w/ 4-1110 I I H.S.S. COLUMN PER PLAN FINISH GRADE <br />ANCHOR BOLTS OR HILTI <br />KWIK BOLT II ANCHORS. PER ARCH. &CIVIL <br />EMBED ANCHORS 9" w/ I <br />SPECIAL INSPECTION SLAB ON BOTH SIDES <br />3/4" NON -SHRINK I WHERE NOTED <br />I CLOSURE POUR <br />GROUT <br />J <br />(PER PLAN) <br />O. 4 .d - <br />e • + • '4 . 1 <br />d d <br />44. <br />s� <br />o M 0 ' <br />FOOTING SIZE PER PLAN <br />REINFORCING PER SCHEDULE <br />NOTE: <br />GENERAL CONTRACTOR'S (G.C.) OPTION TO LOWER FOOTING AS <br />REQUIRED (4-8" MAX.) FOR PLUMBING & ELECTRICAL. <br />VERIFY LOCATIONS W/ G.C. <br />(PER PLAN) 9 <br />0 <br />B" <br />AUNC <br />WIDTH PER PLAN <br />REINF. PER PANEL ELEV. - <br />L4x4x3/16 GALV. EDGE <br />ANGLE (SEE ARCH.) w/ <br />1/2"0 x 6" WHS @ 12"oc & / <br />MAX. 6" FROM ENDS TYP. -( <br />g� <br />DOWELS PER <br />z <br />SECT. 1/52.1 � <br />�-d <br />HOLD <br />11/2"CLR. <br />CONCRETE <br />SLAB PERPER PLAN <br />(PER PLAN) <br />P.C. PANEL BEYOND <br />PER ELEVS. <br />SLAB ON GRADE c <br />PER PLAN O o <br />x iv <br />_ CD <br />°�o0eoo Z <br />Lu _IIiull 4 w <br />N 0 <br />lii -TTi_ O <br />a <br />3M" REMAINDER PER 1/52.1 <br />KEY <br />-P.C. PANEL <br />d, <br />nn d <br />I a�l ll <br />EQ. EQ. <br />WIDTH PER PLAN <br />REINF. PER SCHEDULE <br />LSECTION <br />3/4" = 1' 0" <br />1- #5 CONT. <br />SLAB -ON -GRADE <br />PER PLAN <br />za• <br />#41 -@ 18"o0 <br />SECTION <br />SECTION <br />4 <br />5 <br />MAXIMUM SPACING & <br />LOCATION PER FDN. PLAN <br />- <br />MAXIMUM SPACING & <br />LOCATION PER FDN. PLAN <br />t3i <br />N4 DEEP x IIV' d <br />0 <br />SOFT SAWN JOINT <br />1/2"0 x 2'4" PLAIN BAR @ <br />SLAB AND REINF. WHERE <br />U <br />1/2"0 x 2'-4" SMOOTH U <br />SLAB AND REINF. WHERE <br />SHOWN PER PLAN <br />18"oc CUT ONE END w/o <br />SHOWN PER PLAN <br />JOINTS) <br />o <br />•�,� <br />DOWELS @ 18"oc LL <br />FLARE & GREASE ENTIRE BAR <br />(STOP @ <br />i <br />N <br />.d <br />d <br />° d <br />d <br />d <br />d <br />od, <br />HOLD 1 1/2" <br />000eoo <br />CLR. MAX. <br />000eoo <br />�TiT�rilll <br />r� �tiT�rrrll <br />NOTE: <br />1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. <br />2.) SOIL SUBGRADE PER SOILS REPORT. <br />n CONSTRUCTION JOINT <br />(C.J.) <br />HOLD 1 1/2" <br />r <br />000e <br />CLR. MAX. <br />ToTo7TI <br />I I�I I ICI IL <br />�ooeo�o <br />I I� 1= 11➢ <br />NOTE: <br />1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. <br />2.) SOIL SUBGRADE PER SOILS REPORT. <br />- <br />CL. COL. &FTG. <br />H.S.S. COL. PER PLAN <br />P.C. PNL PER ELEV'S <br />I <br />I <br />I <br />I <br />I <br />I <br />11/2" <br />I <br />I <br />I <br />I <br />1/2" 1 <br />i <br />SLAB ON GRADE <br />I <br />I <br />PER PLAN <br />A <br />PAINT w/ 3 COATS OF <br />ASPHALTIC PAINT ALL <br />- <br />STEEL BELOW GRADE, <br />SHOP APPLIED <br />I <br />°.0 0e <br />FINISHED GRADE OR CONC. <br />O <br />SLAB PER ARCH. <br />1 <br />1 <br />- <br />CLR. <br />1 <br />314" BASE PL. w/ 4- 3/4"0 <br />ANCHOR BOLTS OR <br />III <br />HILTI KWIK BOLTII <br />Ili=iff-TTT- <br />EMBED 8" <br />(PER PLAN) <br />a <br />CONT. FTG. <br />- <br />d. <br />BEYOND <br />{ <br />d <br />HOLD <br />_c: t <br />2„CLR. -. <br />RUN CONT. <br />TTTTii TI <br />d <br />REINF. THROUGH <br />mill �D <br />FTG PER PLAN <br />SPREAD FTG. <br />O <br />0 <br />U <br />8 SCHEDULE <br />o <br />SECTION <br />6 <br />CLOSURE STRIP PER PLAN <br />#4 @ 18 oc <br />#4x3'-9"@ 18"oq <br />EACH WAY <br />TYPICAL (U.N.O.) <br />SLAB AND REINF. <br />000eoo°e° PER PLAN <br />'-ll11II�"II <br />NOTE: <br />1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH. <br />- <br />2.) SOIL SUBGRADE PER SOILS REPORT. <br />n SHRINKAGE JOINT (S.J.) n LO CSURE STRIP JOINT (C.S.J.) <br />I U 3/4' = 1' 0" <br />1 1/2" <br />P.C. PANEL PER ELEVATIONS <br />#4 SLAB DOWELS PER 1/S2.1 @ <br />24"oc TYP. U.N.O. (MIN. 2 PER JAMB) <br />FIN. GRADE PER ARCH. & CIVIL- <br />O U <br />(PER PLAN) Z x H <br />s E <br />O �x ' <br />FTG. DRAIN PER CIVIL AS REQ'D <br />3 SECTION <br />I <br />114 <br />HOLD <br />1 112" CLR. <br />1-#4 CONT. <br />1- #4 CONT. <br />� <br />U <br />SLAB ON GRADE/CLOSURE <br />STRIP PER PLAN <br />0 <br />J I -I 11 3/4" CONT. SOLID <br />NON-SSHRINK GROUT <br />#4 I @ 18"oc TYP. <br />31/2" HOLD <br />WIDTH PER PLAN " CLR. <br />SEE FTG. SCHEDULE ON 1/S2.1 <br />P.C. PANEL BEYOND <br />PER ELEVS. <br />2 #5 <br />SLAB ON GRADE <br />RAMP SLAB PER 4/S2.2 <br />PER PLAN <br />U <br />„ <br />x w <br />REINF. PER PANEL ELEV. <br />ER <br />g PER <br />�lIII-ll1I a <br />s SECT, 1/8 <br />4 <br />HOLD <br />11/2"CLR. <br />NOTE <br />REMAINDER PER 1/S2.1 <br />FINISHED GRADE OR CONC. <br />SLAB PER ARCH. - <br />P.C. PANEL <br />(PER PLAN) <br />Lr I <br />� d ° <br />EQ. E0. <br />WIDTH PER PLAN <br />REINF. PER SCHEDULE <br />7 SECTION <br />FOOTINGSCHEDULE (ALLOWABLE SOIL BEARING = 2500psf <br />MARK <br />LENGTH x WIDTH x DEPTH <br />REINFORCEMENT <br />F5.5 <br />6-6" x 5'-6' x 1-3' <br />6- #5 BOTTOM EACH WAY <br />4- #4 TOP EACH WAY <br />5- #6 BOTTOM EACH WAY <br />F6.0 <br />8'-0" x 6 -0' x 1-4" <br />4- #4 TOP EACH WAY <br />F6.5 <br />8'-8" x 8'-0" x 1'-4" <br />6- #6 BOTTOM EACH WAY <br />5-#5 TOP EACH WAY <br />F7.0 <br />7'-0" x 7'-0" x 1'-5" <br />6- #6 BOTTOM EACH WAY <br />5- #5 TOP EACH WAY <br />F8.0 <br />8'-0" x 8'-0" x V-6" <br />8- #6 BOTTOM EACH WAY <br />7- #5 TOP EACH WAY <br />F9.5 <br />9'4" x 9'-6" x V-9" <br />10- #7 BOTTOM EACH WAY <br />8- #6 TOP EACH WAY <br />14- #9 EACH WAY BOTTOM <br />F13.5. <br />13'-6" x 13'-6" x 4'4" <br />12- #7 EACH WAY TOP <br />N <br />z <br />w <br />z <br />O <br />n. <br />rn <br />w <br />6 <br />00 <br />Q. I <br />p <br />m <br />o <br />g <br />.8 ° <br />� <br />.1 <br />zz <br />w <br />o <br />$ <br />m <br />v?s��re <br />Qe° <br />F L'u 0 <br />U Z - <br />- U <br />Z c 3„ <br />V) W <br />J_ o <br />O 'jm E <br />Z'i wg <br />ILl z�; <br />W m`a <br />CD <br />O <br />N <br />W <br />Q` <br />Q <br />OL <br />-I LL <br />/I <br />W N <br />m a� U <br />uJ U <br />^6- N <br />O TS W .- 00 <br />Q �J <br />a- V) an N <br />N QIn <br />WLn <br />N <br />- U) <br />m <br />Q N <br />Q ,U <br />U N <br />O <br />N <br />N ro <br />��1 <br />UJ 03 <br />Q H 3 <br />L� w <br />U <br />� a <br />W W in <br />J <br />J FLn <br />W N <br />w <br />r <br />] — <br />IN <br />_O <br />V <br />W p <br />U �N <br />LU <br />(n <br />w <br />Z g <br />O <br />Q <br />sheet <br />0 <br />o <br />S2.1 <br />LL. <br />