Laserfiche WebLink
1 CONCRETE SLAB-ON-GRADE <br />1"=SCALE: 1'-0" <br />CONCRETE SLAB-ON-GRADE <br />#4 BARS @16"o.c. EA. WAY AT <br />MID-DEPTH <br />5" <br />4" MIN. OPEN GRADED ROCK <br />CAPILLARY BREAK (1 2" OR <br />LAGER CLEAN AGGREGATE) <br />10MIL MIN. VAPOR BARRIER (STEGO WRAP <br />OR EQUIVALENT) AT INTERIOR CONDITIONS, <br />S.A.D. <br />3 POST AT SPREAD FOOTING <br />SCALE: 1"=1'-0" <br />POST PER PLAN w/ 'CB' OR MP66Z COLUMN <br />BASE PER PLAN <br />1" <br />MI <br />N <br />. <br />PER PLAN <br />(3) #4 BARS EA. WAY <br />3" <br />CL <br />R <br />. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />2 SILL PLATE AT CONTINUOUS FOOTING <br />SCALE: 1-1/2"=1'-0" <br />CONCRETE SLAB ON GRADE PER <br />DETAIL 1/S301 <br />P.T. 2x SILL PLATE w/ 5 8"Ø ANCHOR BOLT w/ 7" MIN. <br />EMBED AT SPACING PER SHEAR WALL SCHEDULE <br />SHTG w/ E.N. PER PLAN <br />FINISH GRADE, S.A.D. <br />(2) #5 CONTINUOUS BAR TOP AND BOTTOM <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br />CL <br />R <br />. <br />3" <br />CL <br />R <br />. <br />TERMINATE REINFORCING INTO <br />FOOTING (MIN. 24" EMBEDMENT) WITH <br />90° STANDARD HOOK , TYP. <br />PER PLAN <br />6" CURB w/ CONT. #4 BAR. S.A.D. FOR <br />CURB WIDTH <br />(E) SLAB ON GRADE <br />PER PLAN <br />#4x16" EPOXY REBAR @16"o.c. W/ 4" <br />MIN. EMBED INTO (E) CONCRETE <br />FOOTING <br />CONCRETE SLAB <br />PER DETAIL 1/S301 <br />4 EPOXY DOWELS AT (E) SLAB <br />SCALE: 1"=1'-0" <br />RE <br />M <br />O <br />D <br />E <br />L <br />56 <br />0 <br />3 <br /> <br />H <br />I <br />G <br />H <br />L <br />A <br />N <br />D <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />SHEET NUMBER <br />DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED <br />WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL <br />AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH <br />INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE <br />USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT <br />WRITTEN CONSENT OF DELLA STRUCTURAL. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />SHEET TITLE <br />DATEPROJECT STATUS <br />ENGINEER OF RECORD <br />DECEMBER 2025PERMIT SUBMITTAL <br />MARCH 2025PLAN CHECK 1 <br />L <br />RO <br />Exp. 06-30-26 <br />S <br />IVISTTACEOF IFAL <br />IG <br />RE <br />C L <br />No. 91229 <br />REET <br />D SPRFOE AOINS <br />IG <br />NAI <br />ER <br />EN <br />ENNARTALLED <br />de <br />l <br />l <br />a <br />@ <br />d <br />e <br />l <br />l <br />a <br />i <br />n <br />c <br />o <br />r <br />p <br />o <br />r <br />a <br />t <br />e <br />d <br />. <br />c <br />o <br />m <br />51 <br />0 <br />. <br />3 <br />2 <br />2 <br />. <br />0 <br />7 <br />3 <br />5 <br />S301 <br />DETAILS