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II FM 1 1 — <br />S <br />O N <br />O <br />N <br />c <br />O <br />c- <br />U <br />c <br />O <br />c <br />O <br />a) <br />00 <br />00 <br />O O <br />c <br />0 <br />z. <br />0 <br />O <br />w <br />Q <br />c <br />0 <br />L <br />c O <br />0 <br />1 FOUNDATION PLAN <br />SCALE: I/BE=1'•0E <br />0 8 2� <br />18'•10" <br />D <br />+00.00' <br />-WAW HE <br />— 7= <br />+OD.00' <br />+OD.00, <br />+00.00' <br />1 <br />I V I <br />+00.00' <br />FOOTING SCHEDULE <br />MARK <br />LENGTH <br />WIDTH <br />DEPTH <br />REINFORCING <br />A <br />CONT <br />02.50' <br />02.00, <br />5 #5 CONT, MI5 O 18" CSC TRANSVERSE <br />BO <br />07.00' <br />07.00' <br />02.00' <br />EB O S' EW BOT, N4 O 12' EW TOP <br />C <br />06.00' <br />08.00, <br />02.00' <br />E8 O S' EW GOT, E4 O 12' EW TOP <br />D <br />08.00' <br />08.00, <br />02.50' <br />E8 O S' EW SOT, +4 O 12• EW TOP <br />E <br />05.00' <br />05.00, <br />02.00. <br />E5 O S' EW SOT, E4 O 12' EW TOP <br />F <br />CONT <br />02.00' <br />02.00' <br />4 E5 CONT, 85 O IS' CSC TRANSVERSE <br />G <br />H <br />- <br />NOTE: ALL FTOS MEASURED FROM CENTERLINE OF WALL. U.N.O. <br />EXISTING FOOTWO <br />— — — NEW FOOTING <br />J Do L_ <br />.F. <br />•02.00' <br />au <br />IL 3 C3 <br />CONT FOOTING STEEL SHALL RUN W a <br />CONT THROUGH PAD FOUNDATIONS ~ 3 0 <br />U <br />x c n <br />w Z <br />6' CONCRETE SLAB OVER WELL COMPACTED 13 OUIPMENT S<PPPORT SLAB PER MFG HAIRPIN TIE SEE DETAIL FOR SIZE AND <br />TREATED FILL AND 6 MIL VAPOR BARRIER Wi 1O SPECIFICATIONS CAST L TOP OF MAIN SLAB. <br />sxs wzs x wzs WWM PROVIDE 1/2' CHAMFER ON ALL EDGES. TYPICAL. LENGTH. OVERLAP SLAB REINFORCING <br />MIN 3000 PSI CONCRETE I PROVIDE PER OWNERS SPECIFICATIONS AND CENTER ON ANCHOR BOLT GROUP (� <br />___I C +00.00' <br />+00.00' C I .O.F. <br />T.O.F. <br />TYPICAL CONTR JOINT, <br />SEE DETAIL FOR RE INFO. <br />SAWCUT SLAB A l2FT C/C <br />CH WAY <br />B" WIDE SLOPING DOOR <br />RECESSDEEP, TYP <br />ALL OHD <br />(DF <br />SLOPE 1/8' FT <br />6' CONCRETE SLAB OVER WELL COMPACTED <br />6' THICK CONT CONCRETE APRON FULL I TREATED FILL AND 6 MIL VAPOR BARRIER Wi <br />LENGTH OF BUILDING. SXSX W2.9XW2.9 6X6 W2.9 X W2.9 WWM <br />WWM OVER 6" COMPACTED CRUSHED <br />CONCRETE BASE SAWCUT AT 8 FT I MIN 3000 PSI CONCRETE <br />INTERVALS <br />REF. -�00.00' <br />TOP OF SLAB <br />O <br />+00.00' C I L I C +00.00' <br />4' THK SLOPING CON <br />ALL DOOR LOCATIONS. f .4 T.O.F. <br />W4XW4 WIRE MAT ALL DOOR <br />LANDINGS AND RAMPS <br />I <br />'02.00' <br />i <br />PROVIDE COLD JOINT AT BUILDIN <br />INTERFACES. INSTALL 1/2' <br />I- D� ASPHALTIC ION MATERIAL <br />FULL DEPTH QP FOUNDATIONS <br />L - LZ <br />CF.B ACIWR EIS' T B B uo r ° � <br />T.O.F. +O�EIB' - - +OQ.flf}` - ------------- -------------------- --- - +00 00L - ----- -- -- - ----- <br />;:4 - I� <br />+00.00' <br />IoL r0 f7 n <br />NOTE: ALL VERTICAL DATUM TYPICAL CONTRCR En <br />CORRESPOND TO TOP OF SLAB SEETAILFORSA UT SLAB A <br />OFO <br />OORDINATE UNDERSLAB <br />PLUMBING WITH PLUMBING <br />+00.00' F PLANS <br />T.O.F. <br />CUE 4' CONCRETE SLAB OVER WELL COMPACTED <br />TREATED FILL AND 6 MIL VAPOR BARRIER Wi <br />6X6 W1.4 X Wi.4 WWM OR FIBERMESH. MIN <br />a I 3000 PSI CONCRETE <br />SAWCUT 0 IEFT INTERVALS <br />CONT FOOTING STEEL SHALL RUN <br />CONT THROUGH PAD FOUNDATIONS <br />I I— <br />HB - - <br />- _._ <br />+00.00' +00.00' +00.00' X BRACING + <br />+00.00' <br />4' THK SLOPING CONCRETE SLAB AT <br />ALL DOOR LOCATIONS. WITH 4X4 <br />W4XW4 WIRE MAT ALL DOOR <br />LANDINGS AND RAMPS <br />LIGHTNING STEEL <br />TCG1 9-014 <br />CONNELLY GROUP <br />CONSU LTING ENGINEERS <br />Q200 <br />2nd Ave South - *465 - St Petersburg, FL 33701 <br />info@connellyengineering.com <br />CV) <br />(T) 813. 232. 8448 (F)800.698. 1945 <br />CO <br />In <br />www.connellyenglneering.com <br />O <br />FBI pHAPTER I <br />PROJECT <br />DATA <br />O <br />N <br />\ CD <br />A BE CONSTRUCTED TO BE A LMM TO PROCEED WITH THE WANK <br />OOFTIETEOSWAL R NOR BULL MB1uxC�E OF AA PEW PREVENT TFEENwq ' <br />OFFICIAL FROM TNIRFAFTER REDURAW A CONECTION OF ERRON N PLANS. <br />DESIGNER <br />CRC <br />\ <br />Q� <br />CONSTRUCTION OR WNLATKNS OF TM COOL O EVERY PERMIT W NMLL 9ECOBE <br />NWALC INLEES THE WORK AUTHDRUiO BY BINN PERMIT N COMkW= WITI N NN <br />MONTHS AFTER ITS ISSUANCE. OR F THE WON AUTIIONMEO BY WON PERMIT re <br />BUBPUAES OR ABANDONED FOR A PIMD OF 0 MONTHS AFTER THE TOE THE WON( E <br />DRAWN BY <br />W <br />Q <br />o <br />WE HERM COTT" THAT TWA PLANE AND IRM FGTIO S COMPLY WIH TIE <br />REQUIREMENTS OF THE APnCARE TNLd10 CODES sEDSEO ON THE TmE MEET <br />JJC <br />CHECKED <br />O <br />CRC <br />H <br />O <br />J <br />CL <br />H <br />W <br />W <br />= <br />N <br />8 <br />s <br />a <br />FBC <br />i� <br />cn <br />0 <br />a <br />6TH EDITION <br />[U <br />Ca <br />m <br />(2017) <br />W <br />a <br />CONNELLY GROUP CONSULTING ENGINEERS AND THEIR <br />o <br />AGENTS, RESERVES THE RIGHT TO REVISE DETAILS <br />w <br />SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT <br />IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE <br />o <br />DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN <br />�- <br />W <br />CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD <br />W <br />VERIFICATION. <br />2 <br />CA <br />W <br />N <br />�- <br />o In <br />O cn <br />I= <br />o <br />>MN LJL <br />Z <br />W <br />U <br />un <br />Z <br />BTBTBTBTj <br />cn <br />aJ <br />Z <br />� <br />v <br />J_ <br />V <br />O <br />V <br />U- <br />LL. <br />N <br />r <br />� <br />O W <br />DRAWING SETS <br />REVIEW 11.14.18 (00.12.04.18(02) <br />8ro 00.DO.00 <br />PERMIT O10 REVIEW! 0846.18 <br />PROFESSIONAL SEAL <br />DATE SEALED: SEPTEMBER S, 2019 <br />`�11111111///�� <br />00''��'�. <br />•. it <br />•t <br />� <br />'��® <br />1111111�`` <br />W <br />CHRISTOPHER R. CONNELLY, PE <br />d. <br />PE•FL63886 i CA -FL 28841 <br />J <br />Q <br />FOUNDATION PLAN <br />t� <br />L <br />m <br />S100 <br />cn <br />