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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 f-la 3" C/C PLACED 2" CLEAR FROM <br />----L- <br />CORNERS. <br />4. TOP OF STEEL COLUMN FOOTING = -1'-4" TYP. U.N.O. <br />---- --- <br />1' 0„ <br />24 -0 <br />8„ � I <br />I <br />lit. <br />r I <br />RF <br />In <br />I I <br />I t+ I CONCRETE I I <br />RETAINING WALL(TY <br />II I I SEE DETAIL 7/SP5 F2 I 1i II <br />II E I <br />I I 17 I orrn C <br />rnp I I <br />U) <br />li I I F2 ➢ j• I <br />I it <br />I (I I ti I T F2 <br />At <br />I l I I I I <br />I h I IIt <br />I t�. CONCRETE [V <br />I I RETAINING WALL I { <br />ITYP.) I j <br />t SEE DETAIL 7/S5 �? <br />I I 1 it I 4" CONCRETE OFF -SET I <br />I I I i i I LEDGE AT LOADING DOCK 1 <br />I I I [t I I <br />6 DI <br />6" CONCRETE SLAB I It I S- I <br />w/6"x6" 10/10 W.W.F. I IIL I I ll I4' 0„ 8' 0' 3' <br />w/MIN. 2" CONC. COVER i 1 3,19 8'-0" TE3 <br />( TC3 i D <br />TE3 <br />A� — — — <br />8"x8" THICKENED EDGE <br />w/(1) #5 CONT. <br />v <br />ih <br />4" CONCRETE SLAB/ <br />w/6"x6" 10/10 W.W._ <br />---------------- <br />r---------------------------- ----------------------- <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 fa) 12" O/C <br />FOOTING <br />(5) #5 CONT. w/ <br />CONT. STEM WALL <br />F2 <br />CONT.x36"x16" <br />#5 TRANSVERS BARS fal 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 />(8) #6 LONGITUDINAL TOP & BOT. <br />PAD FOOTING <br />6'-0"x6'-0"x24" <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 />F7 <br />4'-0"x8'-0"x24" <br />(12) #6 LONGITUDINAL TOP & BOT. <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 />THICKENED EDGE <br />TE-3 <br />8"x18" <br />(3) #5 CONT. <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 1Suuu F zJd b UUINUHL It tuulF'IVItIN I <br />PAD w/#5 REBARS rd 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" 0,C. <br />- <br />TC2 <br />8"x24" <br />00) #6 <br />12" O.C. <br />- <br />TC3 <br />8"x48" <br />(14) #6 <br />12" O.C. <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 />Fy=50 <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"xi/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 />OTE: 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 />ON [KAFNITC AN[n WINInMA/ / r)()(1D CI IDDI IFD n4Tfl <br />EXISTING CMU <br />WALL TO <br />REMAIN <br />FOUNDATION PLAN <br />SCALE 1/8"=1'-O" STL. TUBE COL. (SEE 1155x12" LONG DOWELS rd 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 />NEW CONC. OVERPOUR SLAB <br />W/ 6"x6" 1.4w/1.4 W.W.M. <br />STL, TUBE COL. I <br />55x12" LONG DOWELS (SEE PLAN) I55x12" LONG DOWELS ° a <br />an 8" O/C w/5" EMB. I r1a 8" O/C w/5" EMB. <br />STL. TUBE COL. (SEE NEW CONC. <br />INTO EX. CONC. SET INTO EX. CONC. SET a a <br />SCHEDULE FOR BASE OVERPOUR SLAB a <br />w/EPDXY GROUT w/EPDXY GROUT <br />PLATE) W/ 6"x6" <br />(TYP. AROUND THE (TYP. AROUND THE <br />PERIMETER) (4) 1" DIA. PRESET 1 Y" NON SHRINK PERIMETER) 1.4w/1.4 W.W.M. o <br />ANCHOR BOLTS GROUT & BED z <br />I a° Q <br />EX. SLAB (SEE DETAIL) CONC. OVER EX. SLAB ■ ° 4 a a <br />POUR w <br />I I ° <br />° co <br />Q <br />PROVIDE 6 MIL. CO, 4 <br />VAPOR BARRIER CONC. PAD FTG. ° <br />ON WELL "' SEE PLAN FOR SIZE AND <br />COMPACTED, • a • • a • • z REINFORCEMENT <br />TERMITE TREATED, ° PROVIDE 6 MIL. VAPOR <br />CLEAN FILL AT 4. a d BARRIER ON WELL <br />NEW PAD FTG.. d ° a" d < w COMPACTED, TERMITE <br />• . • a• i a a d• cw/> TREATED, CLEAN FILL 1 SEOE PLAN <br />D FTG. <br />AT NEW PAD FTG.. S 2 <br />SEE PLAN <br />SECTION AT PAD FTG. EX. SLAB PAD FTG. �I'X_ <br />SLAB <br />1 2 SCALE: N.T.S. <br />SCALE: N.T.S. 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 />(TYP.) <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 />cD STEM WALL CONC. <br />777,6 ,". • /��` FOOTING w/ (4) #5 <br />REBARS CONT. BOT. <br />AND #5 TRANSV. BARS <br />fad 12" O/C <br />TYPICAL STEM WALL FOOTING AT <br />EXTERIOR CMU REARING WALL <br />SCALE: N.T.S. <br />4 6/oslly <br />TYP. <br />S-5 <br />Pro j. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn bg <br />JT <br />RON <br />BARR, <br />A.I.A. <br />Rev'd bg <br />STATE OF FLORIDA <br />I� <br />AR 0016160 <br />w w <br />0 <br />o <br />Z z <br />U <br />m p <br />U W <br />W <br />O <br />t= ~ <br />H <br />W <br />< <br />W of <br />U <br />Q <br />0 j <br />0 <br />w <br />U W <br />O a <br />Q O <br />a 0 <br />U O <br />j U O= <br />Z W <br />O m <br />W W <br />m X 0 <br />m <br />Z <br />O= <br />Z 0 <br />E Z w <br />U �¢¢ <br />Q U K <br />W F- <br />0 <br />W <br />W~ <br />Z OU i <br />W WW <br />O W W <br />Z <br />O <br />OU i m <br />x B W Y <br />O <br />LL Z) Z <br />W <br />0= <br />~2' Q W <br />o z <br />Z Z O <br />z= 3 <br />o <br />W J M <br />� <br />a <br />a <br />O <br />V 0 0 <br />S 0 <br />(Y <br />m um~i <br />6 <br />U <br />U <br />LL <br />O z F- <br />Z <br />OU <br />I- <br />0 <br />p >- Z <br />m <br />W <br />Ox <br />S2 U <br />F 0 <br />'m z~ <br />W¢ z <br />I- W W <br />w <br />I- <br />W <br />U <br />Zf Z O <br />U <br />Y of LL O o <br />m a 0 U W <br />F O <br />2 x O <br />2 <br />O 9� <br />z K <br />0 O <br />w w O= <br />O a ELU <br />D <br />Z F <br />W Z m <br />O <br />vxi <br />O F F- <br />U w <br />O Z ti F <br />O <br />O <br />x o <br />L H <br />H <br />Z U <br />rn 0x <br />o <br />D <br />OWHWU <br />W x O <br />U <br />xQQHQHZ0WF- <br />W <br />Z Z Z <br />aI- <br />© COPYRIGHT <br />2012 <br />BARR ARCHITECTURAL STUDIO <br />1A <br />1A <br />lu <br />J <br />Revisions: <br />10 GENERAL REVISIONS (09/30/2013) <br />Z2 AS BUILT (04/24/2014) <br />CADFILE No. <br />ir-1 <br />a <br />v , <br />M <br />a <br />M <br />O <br />• <br />V1 <br />0 <br />�waw <br />a <br />I' <br />O <br />N <br />� <br />ISheet Title <br />L <br />O <br />.0 <br />0 <br />co <br />(0 <br />C <br />L <br />M <br />(V <br />ai <br />O <br />N <br />� <br />C <br />C <br />� <br />NC <br />U <br />6� <br />A` <br />> <br />+� <br />o <br />CD <br />E <br />■ <br />CM <br />N <br />to <br />0 <br />7 <br />m <br />E <br />L <br />O <br />O <br />m <br />i <br />U) <br />r. <br />O <br />U <br />O <br />L0 <br />0 <br />�- <br />N <br />U <br />Lo <br />L <br />tt3 <br />Scale: <br />TAYLAN KALKAN, P.E. Date: <br />Sheet No. <br />ENGINEERING PLUS <br />5-5-2014 <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE Project No. <br />BOCA RATON, FL 33498 12 - 0 2 7 Smw2 <br />(561) 756 4106 (561) 479 3743 fax <br />