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7 6 <br />- --------- - - ------ -- <br />FOUNDATION PLAN NOTES: <br />1. FLOOR SLAB SHALL BE 4" THICK CONCRETE <br />REINFORCE W/6x6 10/10 WWM OVER 6 MIL <br />VAPOR BARRIER ON COMPACTED TERMITE TREATED <br />SUBGRADE. (SEE SLAB ON GRADE DETAILS FOR <br />REINFORCEMENT) <br />2. SLAB EL=+O'-0", UNO (REFERENCE ONLY) <br />SEE CIVIL FOR ACTUAL ELEVATION. <br />3, (2) #5x4'-O" LONG rla 3" C/C PLACED 2" CLEAR FROM <br />-- - --1 - -C9 NZ-R--GENT-ER_E_-IN-aL-AB-,-TYP--A_T--FEE--E-N-GRANT - <br />CORNERS. <br />4. TOP OF STEEL COLUMN FOOTING = -1'-4" TYP. U.N.O. <br />-- - ----- ---------- <br />1 0" 24'-0„ <br />8 �I <br />I <br />'Ib IS I <br />I .A <br />I, I F2 I I <br />CONCRETE <br />� I <br />I RETAINING WALL I t I <br />1�t <br />I 1t <br />II I I SEE DETAIL 7/SP5 F2I II <br />I u. <br />II III I I A II <br />o ran 0 FIT <br />I I I I00 <br />➢ m I �+ I <br />�(3) I C I <br />I I I "i� I F2 �• I <br />I _ <br />3;I -� � F 2 <br />I I {N I i •c. <br />I tt CONCRETE <br />j I 14 I RETAINING WALL I <br />I I I IF I (TYP.) I G <br />I I }t SEE DETAIL 7 - - <br />{ <br />i <br />I I I '4 I <br />I i I 4" CONCRETE OFF -SET I <br />I #ii I LEDGE AT LOADING DOCK I <br />}t I <br />F2 6 <br />ra I' III I A i S5 S5 F2I <br />6" CONCRETE SLAB <br />I it <br />u <br />) <br />3. <br />w/6"x6" 10/10 W.W.F. 0" 8'- <br />w/MIN. 2" CONC. COVER 3,8,-04TE3 <br />TE3 TC3 <br />— J <br />8"x8" THICKENED EDCIE <br />w/(1) #5 CONT. <br />ch <br />4" CONCRETE SLAB <br />w/6"x6" 10/10 W.W <br />-------------------I----------------------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />L----------------------------i---------------- <br />I <br />O FOUNDATION SCHEDULE <br />MARK <br />SIZE (LxWxD) <br />REINFORCING <br />REMARKS <br />(4) #5 CONT. w/ <br />CONT. STEM WALL <br />F1 <br />CONT.x28"x16" <br />#5 TRANSVERS BARS ral 12" O/C <br />FOOTING <br />(5) #5 CONT. w/ <br />CONT. STEM WALL <br />F2 <br />CONT.06"x16" <br />#5 TRANSVERS BARS 1-la 12" O/C <br />FOOTING <br />(10) #6 LONGITUDINAL TOP & BOT. <br />PAD FOOTING <br />F3 <br />8'-0"x8'-0"x24" <br />(10) #6 TRANSVERSE TOP & BOT. <br />F4 <br />6'-0"x6'-0"x24" <br />(8) #6 LONGITUDINAL TOP & BOT, <br />PAD FOOTING <br />(8) #6 TRANSVERSE TOP & BOT. <br />(6) #6 LONGITUDINAL TOP & BOT. <br />F5 <br />5'-0"x5'-0"x24" <br />(6) #6 TRANSVERSE TOP & BOT. <br />PAD FOOTING <br />F6 <br />6'-0"x8'-0"x24" <br />(12) #6 LONGITUDINAL TOP & BOT. <br />PAD FOOTING <br />(8) #6 TRANSVERSE TOP & BOT. <br />(12) #6 LONGITUDINAL TOP & BOT. <br />F7 <br />4'-0"x8'-0"x24" <br />PAD FOOTING <br />(6) #6 TRANSVERSE TOP & BOT. <br />TE-1 <br />8"x12" <br />(2) #5 CONT. <br />THICKENED EDGE <br />TE-2 <br />8"x8" <br />(1) #5 CONT. <br />THICKENED EDGE <br />TE-3 <br />8"X18" <br />(3) #5 CONT. <br />THICKENED EDGE <br />SEE DETAIL 6/S-4 <br />EX <br />EXISTING CONT, WALL FOOTING/PAD TO REMAIN <br />ING PRESSURE = 2500 PSF MIN, <br />4" CONCRETE SLAB <br />w/6"x6" 10/10 W.W.F. <br />INtvv J000 N51 b uul\J Kt It tuuINIVItIN I <br />PAD w/#5 REBARS rla 12" O/C EACH WAY <br />MID. DEPTH (PAD IS 18" BELOW F.F (VERIFY) <br />(CONTRACTOR TO VERIFY <br />w/MANUFACTURER'S SPECS) SEE DETAIL <br />2/S-12 <br />0 CONCRETE COLUMN SCHEDULE <br />MARK <br />TYPE <br />VERTICALS <br />#3 TIES U.N.O <br />REMARKS <br />TC1 <br />8"x12" <br />(4) #6 <br />12" O.C. <br />- <br />TC2 <br />8"x24" <br />(10) #6 <br />12" O.C. <br />TC3 <br />8°x48" <br />(14) #6 <br />12" O.C. <br />- <br />TC4 <br />IRREGULAR <br />8"x45"x16" <br />(16) #6 <br />12" O.C. <br />SEE PLAN FOR <br />FOR ADD. INFO <br />O STEEL COLUMN SCHEDULE <br />MARK <br />COLUMN SIZE <br />REMARKS <br />C1 <br />HSS 4"x4"x1/4" <br />Fyz50 <br />KSI <br />C2 <br />HSS 5"x5"x1/2" <br />CONC. <br />FILLED <br />AT <br />GROUND <br />LEVEL <br />(Fy=50 <br />KSI) <br />C3 <br />HSS 6"x6"x5/8" <br />CONC, <br />FILLED <br />AT <br />GROUND <br />LEVEL <br />(Fy=50 <br />KSI) <br />C4 <br />HSS 8"x8"x1/2" <br />CONC. <br />FILLED <br />AT <br />GROUND <br />LEVEL <br />(Fy=50 <br />KSI) <br />C5 <br />HSS 10"x8"xl/2" <br />CONC. <br />FILLED <br />AT <br />GROUND <br />LEVEL <br />(Fy=50 <br />KSI) <br />C6 <br />HSS 8"x4"x5/8" <br />CONC. <br />FILLED <br />AT <br />GROUND <br />LEVEL <br />(Fy=50 <br />KSI) <br />DTE: REFER TO OTHER ARCHITECTURALS FOR ADDITIONAL DIMENSIONAL INFORMATION, <br />OOR AND WINDOW ROUGH OPENINGS REQUIRE VERIFICATION BY THE CONTRACTOR PRIOR TO BUILDIN <br />RCHITECT/ENGINEER WILL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN CONSTRUCTION <br />n(`I INACNITC ANIn IA/IN1nn1Al / nnnD CI IDDI ICD nATA <br />EXISTING CMU <br />WALL TO <br />REMAIN <br />FOUNDATION <br />PLAN <br />NEW CONC. OVERPOUR SLAB <br />W/ 6"x6" 1.4w/1.4 W.W.M.-\ <br />rla5x12" LONG DOWELS <br />Fd 8" O/C w/5" EMB. <br />INTO EX. CONC. SET <br />w/EPDXY GROUT <br />(TYP. AROUND THE <br />PERIMETER) <br />EX. SLAB <br />PROVIDE 6 MIL. <br />VAPOR BARRIER <br />ON WELL <br />COMPACTED, <br />TERMITE TREATED, <br />STL. TUBE COL. <br />(SEE PLAN) <br />STL TUBE COL, (SEE <br />SCHEDULE FOR BASE I <br />PLATE) <br />(4) 1" DIA. PRESET <br />ANCHOR BOLTS <br />(SEE DETAIL) <br />Viz. j <br />SCALE : 1/8"=1'-O" STL. TUBE COL. (SEE fd5x12" LONG DOWELS rla 8" O/C <br />SCHEDULE FOR BASE w/5" EMB. INTO EX. CONC. SET <br />PLATE) w/EPDXY GROUT <br />(TYP. AROUND THE PERIMETER) <br />EE PLAN <br />an5xl2" LONG DOWELS <br />rd 8" O/C w/5" EMB. <br />INTO EX. CONC. SET <br />w/EPDXY GROUT <br />1 y" NON SHRINK (TYP. AROUND THE <br />GROUT & BED PERIMETER) <br />CONC. OVER EX. SLAB <br />POUR <br />CONC, PAD FTG. <br />SEE PLAN FOR SIZE AND <br />4 • • z REINFORCEMENT <br />a Q <br />J <br />CLEAN FILL AT a. a i Cl- <br />NEW PAD FTG.. 4 4 ° a w <br />A 4 w <br />i • Q• • a Q 4• (A <br />SEE PLAN <br />SECTION AT PAD FTG. (it EX. SLAB <br />� a <br />NEW CONC. ° <br />OVERPOUR SLAB <br />° <br />W/ 6"x6" <br />1.4w/1.4 W.W.M. <br />0 o z <br />4a Q <br />FE11a Q ° 11 <br />w <br />4 w <br />c U) <br />a ° <br />a a <br />PROVIDE 6 MIL, VAPOR <br />BARRIER ON WELL <br />COMPACTED, TERMITE CONC. PAD FTG. <br />TREATED, CLEAN FILL 1 <br />SEE PLAN <br />AT NEW PAD FTG.. S-2 <br />PAD FTG. A EX. SLAB <br />7 <br />SCALE: N,T.S, <br />SCALE: N.T.S. <br />SCALE: N T,S, <br />8" CMU <br />STUCCO FINISH OVER 8" — <br />CONC.BLOCK <br />GROUTED FILLED CELL <br />(SEE CMU REINF, <br />SCHEDULE) <br />0'-0" T.O. SLAB <br />- #9 GAGE HORIZONTAL, <br />LADDER TYPE, JOINT <br />REINFORCING, 16" O.C. VERT. <br />ITYP.) <br />1/2" PREFORMED EXPANSION <br />JOINT (TYP. BOTH SIDES) <br />CONCRETE FLOOR SLAB, <br />REFERENCE FOUNDATION PLAN <br />FOR SIZE AND REINFORCING <br />(TYP. BOTH SIDES) <br />2' 4" W x 16" D CONT. <br />STEM WALL CONC. <br />e •° FOOTING wl RE1 BARS CONT BOT. <br />AND #5 TRANSV. BARS <br />2'-4" <br />TYPICAL STEM WALL FOOTING AT <br />EXTERIOR CMU BEARING WALL <br />SCALE: N.T.S. <br />TYP. <br />S-5 <br />A2 <br />OS�ns(L <br />TAYLAN i<ALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Proj. Mgr. <br />JU <br />Job. Gapt. <br />SG <br />Drawn bS <br />JT <br />RON BARR, A.I.A. <br />Revd by <br />STATE OF FLORIDA <br />I�B <br />AR 0016160 <br />U <br />o <br />z <br />U w <br />W- <br />p ZZz <br />O F F W <br />F <br />U <br />w o <br />U O m <br />Q <br />} <br />p Q O O U K F <br />F- z <br />X <br />U U U B Z <br />w <br />X w IX <br />m <br />Q <br />F K S V O 0 <br />m <br />m w w0 <br />Z= c~n Q U <br />0 <br />z I- <br />W W <br />Oz <br />W H Z U W a <br />z zz o <br />cn <br />Ile <br />Z) z <br />} <br />o <br />W Z <br />f z z 4 <br />0 <br />o <br />m <br />a uJ 0 <br />LL a O Z 2 z= <br />z <br />��� <br />a <br />v� � z z O <br />W=0.-': <br />W <br />2 z X O> z_ <br />OU <br />c~> <br />d <br />w W D= W a Y <br />m81�= <br />O Oaz <br />u=~i <br />=QL <br />zzWu <br />3:0zm <br />Oz <br />ci <br />W <br />d <br />O O <br />U ow W6 <br />_m <br />U w <br />W z N O <br />O O <br />O <br />O L p z D m <br />U 2 <br />O <br />= z a p <br />= <br />O= 0 X w w u~i <br />I- a m a <br />P <br />a H z E 2 F z z <br />z <br />z a <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />RAL REVISIONS (09/30/2013) <br />UILT (04/24/2014) <br />FDFILE <br />o. <br />H <br />a <br />M <br />a <br />M <br />O <br />Vl <br />• <br />o <br />o'w�a <br />a <br />n <br />0 <br />� <br />r <br />O <br />N <br />� <br />Emma <br />L <br />O <br />_ <br />N <br />a� <br />m <br />(� <br />C <br />M <br />N <br />N <br />m <br />o <br />N <br />� <br />c <br />C <br />� <br />N <br />U <br />ai <br />W <br />� <br />`o <br />+� <br />E <br />C <br />U <br />=3� <br />E <br />C <br />n/0 <br />0 <br />00 <br />C <br />r <br />O <br />U <br />N <br />4 <br />U <br />r <br />� <br />� <br />U <br />Ri <br />Sheet Title <br />Sca Is: <br />Date: Sheet No. <br />5-5-2014 <br />Project No. <br />12-027 Smw2 <br />