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13-792-019TOP OF FOOTING * -- 1'-4" BELOW GRADE. 21_21 44'-4" 3' -611 —/7111 ' -sa" 2 5 w TOP A of -16 of FTG. a -16 of r-TG. TOPa -16 0 e 13 _ 5 TO - - - -.�- 17u ---1 r - - - -- - - - - -- r— - - - -- X / I_ 11 X 6' -011 F -30 -12 "x12" CONC_ I I I 12 "x12" GONG. PILASTER W/ I - PILASTER W/ - J `=�0 4 06 VERT. 4 —77 4 *6 VERT.1 - - -- J r r F -40 » 3ti� 12" o.c. -46A 5 " 5 TOP " S " 5 TOP F -46A ' * 3C1* 12 ° o�. z5 +TOP x x6' -0" : x(0 #x _ I e I 2 * 5 TOP �" CONCRETE SLAB ON I OF FTC. GRADE REIN1 W/ S -6 I � 6x6 - W1.4xW) 4 WIUF. TYP. I , © �F ^30 U.O.N. ON PLAN 04 01211, QI F -40 - B j- -�-- -- - - -Z -- a -24 F- - -26 SUP 24 F -26_ r - --- L. -- � UT- 24 - - -- �J I 305 TOP IN I E ® ' I- -- — - - - - -- S -5 L- — B_� - - -Z� s� B g -�(E) ZIA i I 4,� L —, --� L_ -I 3 +5 TOP IN +4111 i U FTG- + 4 � 12" U S2 — r - - - -^� r -- 7 rt x 5,_11 r V, G.J. I �_... I c J. rt E I e a I� Icv I -- J S -6 _— • e E • ( F-40 L F -40 c, J. x I III 41 -1 I1 I — 2 - 1sa' -311 11_91, it I i3 =-8 10' -10" II T.E. /_1i I I \\ // I • _ - lCJ I \/ m /A e L F 19-14 I F -50 1= -46 UP -24 F -46 L- r — Is,-611 1 -711 11 UP -24 LIF -24 I L JL J —� 04 012 61 e : x c J. I® I i ® I cJ_ m 1 r 1 rt a� 1 1 ;,r �t 1 1 1 —A" i i i s 1511. rt �t °' I'— 41.1 211 04 * 1211 I L - — — —J I 1 - 0 1 I I x a -0 S-6 O'_0„ 14 "x14 "x4" BLOCK -OUT U V �— F -404 F -40 1 ---- -1 t1'P. ALL StL. COLS, t, l (' " L TE_ _ I U.ON, 61 CONCRETE SLAt3 ON _36 6 •5 m rt a GRADE REINF. W/ r I, • 6x6- WI4xW1.4 WIUF. TYP_ CJ. I c.J. I I 1� 04101211 U.ON, ON PLAN L J _ ' X1 121' -0" e * a �I • ®I L ! -J Avo H r x w x xL--1 - \/ - 36 I 61 I i LLI I/ \4' UJF-i(o ac; R I ' I ' + 4 * 12" F -26 ` UP -24 F 26 _ — U)---24 � c - I I * 4 01211 _ 11�2n I1_9u 111211 •r••• .ii•• • • iirr• ii• u•• r • • w w r • • i xII 1 11 II W N 00111,41,110 \• sop 066 112° I QJ EiOXX 2�1� _'� � o .� O .....p. t COL. F . 1 - '. •: r-T 0 r i. ....... L_........ �� e . :� co I� y LO 1�.. 1�� 1 it'u• rr �w •ui 60•0 Q ' f (4) ;iii X a" PENET. 211 211 • . p R 4 GOLD A -301 HEADED : • i .. . • ` ANCHOR BOLTS ••.. iii•• • ••• • •••. 5ASE PL,4T9 5 "x10" 0" GAP PLATE 5/8" x *11 x CAP PLATE 3/4" x 14" x 14" W1 (4) I" 0 x a" EMBED ED- IN CONCH AM EM EDDED IN CONC. SLAB 1 z W A -30-1 ANCHOR 13OLTS W1 (4) I" 0 x 6" NELSON STUDS W1 (4) ° 0 x b" NELSON STUDS D m F z -R ". b COL. DET�aIL H o v TS 4x4x5/16 GONG. FILLED 12" pW+y 0 COL. DETAIL COL. DET,41L-(�) coL. DETAILS C01.. DETAL-(9) 4* 5 VERT. 4* 6 PERT. 4 10 6 PERT_ 4 0 ro VERT. o 03 E' TIES w S" O:G_ *3 ET TIES -6 8" O.C- 03 [j TIES w 8" Or- *3 [j TIES a S" O_C � COLUMNS DETAILS SCALE : 3/411 = 1' NOTE: ALL FOOTIW-%5 MONOLITHIC WITH CONCRETE 5LA5 SPREAD FOOTING SCHEDULE MARK SIZE L X W X TWICKENE55 REINFORCEMENT REMARKS BOTTOM TOP 5HRT. BAR LONG. BAR SHRt. BAR LONG, BAR UP-16 CONT. 16" x 16" - 2 0 5 UJF -24 CONT. 24" x 16" * 4 * 36" 5#5 - - UJF -32 CONT. 32" x 1611 04 * 20" 405 • 5 • 32" O:C, TO ROOF F -26 2'- 6 "x2' -6 "x16" 3* 5 3* 5 all + 5 * 24" O G_ t0 ROOF F -30 3'- 0 "x3' -0 "x16" 405 405 INTERIOR all • 5 * 40i, O.G. F -36 3'- 6 "x3' -6 "x16" 4* 5 4#5 ZONE Q IS DEFINED * 4' -0" EACH SIDE OF ALL BENTS 4 CORNERS F -40 4'- 0 "x4' -0 "x16" 5* 5 5* 5 5* 5 505 F -4254 4'- 2 "x5' -4 "x16" 6* 5 505 6* 5 5* 5 F -40A 4'- 0 "x4'- 0"x16" 5* 5 5* 5 F -50 5'- 0 "x5' -0 "x16" 6* 5 6* 5 F -46A 4' -6 "x41 - 611x16" 5* 5 r5,05 5* 5 5+ 5 F -46 4'- 0 "x4' -0 "x14" 5 11 5 5 05 x5' -011 I I I I— J F -36 • ® I 2 ® O _spy i� _V(�7 ALL zoN� 1_/T 41_O11 41_//11 1 0 1_ 1� 6' —�" �'_1' , 1 q 2' -10 fL/ 0 K/ x �'-P" 0 2* 4* MID -DEPTH I ' + " ' 1 (TT P� 4 *12 - I x 5 + 4,0 12" Ix 5' -0 "I 7 L 11F -16 — Gj. I 2 . �? m � ® UJF -1(0 _ J ®4' -0" WALL ZONE 13 LUALL ZONE WALL ZONE - - - - CTYP.) (TYP.) r L _x 5'0- - - J I ro _ _ OF FOOTING = z lLF 6 — — ' \ WF -16 — — — — — �' 16" 16" GONG e 0 � 1 UF-16 16 "xl6" CONC. F -26 PILASTER W/ PILASTER W/ 4 I I 6— " TE 1 4* 6 VERT- 4 * 10" 4 w 6 PERT_ t S_4 x 5#10 1 30* 12" O.C. x V -0" 011 I - TE_ J CMU WALL VERTICAL REINFORCEMENT SCHEDULE FLOOR TO ZONE WALL VERTICAL REINFORCEMENT IN FLOOR THICKNESS FULLY GROUTED BLOCK CELL FOUND. TO 4 all + 5 * 32" O.G. 2ND FLOOR FOUND. TO 5 a" * 5 * 24" O.G. 2ND FLOOR 2ND FLOOR 4 all • 5 • 32" O:C, TO ROOF 0 2ND FLOOR 5 all + 5 * 24" O G_ t0 ROOF U FOUNDATION INTERIOR all • 5 * 40i, O.G. TO ROOF WALLS W ZONE Q IS DEFINED * 4' -0" EACH SIDE OF ALL BENTS 4 CORNERS — 1 ML t I GROUND FLOOR 4 FOUNDATION NOTES x 6' -011 1.) SOIL STATEMENT I I I ry f SOIL AT THIS SITE IS SAND 4 ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD py * I L OF 2000 PSF AFTER EXCAVATION. SIGNED 4 SEALED LETTER WILL BE SUBMI ?TED w BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN 05SERVED z I I I I - = vESIGN o 1 I I O co T15 1" CONCRETE SLAB ON I c>? AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE I : to fi 2 .:� IS BASEO ON. � � � 1J s 1 r ? ;j j - G-RADE RE INr. lU/ 1 €j I �-!? r "" ' �IV N 1 61 011 ..� e fr,:, k , ✓,�_; _ 2.) TOP OF ALL FOOTINGS ! TOP OF CONCRETE SLAB U.ON. ON PLAN w T. 1 6x6 - W1.4xW1.4 WIUF. TYP. I - -" 3-) R, PLACE ALL NEW CONC. SLABS OVER 8 MIL VAPOR BARRIER 1= 30 1 f U.ON. ON PLAN • T.E. �; = , r• ,. OVER WELL COMPACTED, CLEAN 4 TERMITE TREATED FILL. I I SLOPE 2„ I i 4,) DENOTES 6" MASONRY BEARING WALL REINFORCED W/ +e GALV. Mo 1I � 13 i WI LADDER TYPE HORIZONTAL JOINT REINF_ * 16" D.C_FOR VERT. REINF_ � � �� SEE SCHEDULE THIS SHEET. 1 x 5 _0„ I I TOP OF FOOTING * 5a G.J. DENOTES 1/8" x 2" SAW -GUT CONTROL JT. TO TAKE PLACE 1 I P-411 BELOW GRADE- 24 HOURS AFTER SLAB HAS BEEN CAST_ ,nl n T- - J 6a T.E. DENOTES 8 "x10" CONCRETE THICKENED SLAB EDGE = '& ! (X L z . z 2 X L — — — — — �- — — - — — — -- — — — - 7a DENOTES 6" CMU STEM WALL W/ SAME REINF. AS NOTE 4/5-1 7 U ° ; GROUND LO O R FLAN R� I NC =� m 101.011 -m" 4 15' -10,1 221 -511 SCALE = 1/4" = 1' -011 � 4 ^ -211 151 -611 121 -5" 4 f 0heet no. 41 WALL ZONF n - 41 -011 �► J ,,. S r (TYP.) WALL zoNE 7var 11'1'1 I r T. W, .P" — 1 (TT-F=.) Consulting Structural Enc� Ineer, P.E_ 41 33074 ,:JUN +� 8 2043 4836 S.W. 14 CT.,MIAMI, FLORIDA 33155 4 1 _ Of C305) 669 -0255 BELFRANIN *AOL.COM H W W P4 r- 0 co U z W C) ul W If) — 1 ML t I GROUND FLOOR 4 FOUNDATION NOTES x 6' -011 1.) SOIL STATEMENT I I I ry f SOIL AT THIS SITE IS SAND 4 ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD py * I L OF 2000 PSF AFTER EXCAVATION. SIGNED 4 SEALED LETTER WILL BE SUBMI ?TED w BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN 05SERVED z I I I I - = vESIGN o 1 I I O co T15 1" CONCRETE SLAB ON I c>? AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPOM WHICH THE I : to fi 2 .:� IS BASEO ON. � � � 1J s 1 r ? ;j j - G-RADE RE INr. lU/ 1 €j I �-!? r "" ' �IV N 1 61 011 ..� e fr,:, k , ✓,�_; _ 2.) TOP OF ALL FOOTINGS ! TOP OF CONCRETE SLAB U.ON. ON PLAN w T. 1 6x6 - W1.4xW1.4 WIUF. TYP. I - -" 3-) R, PLACE ALL NEW CONC. SLABS OVER 8 MIL VAPOR BARRIER 1= 30 1 f U.ON. ON PLAN • T.E. �; = , r• ,. OVER WELL COMPACTED, CLEAN 4 TERMITE TREATED FILL. I I SLOPE 2„ I i 4,) DENOTES 6" MASONRY BEARING WALL REINFORCED W/ +e GALV. Mo 1I � 13 i WI LADDER TYPE HORIZONTAL JOINT REINF_ * 16" D.C_FOR VERT. REINF_ � � �� SEE SCHEDULE THIS SHEET. 1 x 5 _0„ I I TOP OF FOOTING * 5a G.J. DENOTES 1/8" x 2" SAW -GUT CONTROL JT. TO TAKE PLACE 1 I P-411 BELOW GRADE- 24 HOURS AFTER SLAB HAS BEEN CAST_ ,nl n T- - J 6a T.E. DENOTES 8 "x10" CONCRETE THICKENED SLAB EDGE = '& ! (X L z . z 2 X L — — — — — �- — — - — — — -- — — — - 7a DENOTES 6" CMU STEM WALL W/ SAME REINF. AS NOTE 4/5-1 7 U ° ; GROUND LO O R FLAN R� I NC =� m 101.011 -m" 4 15' -10,1 221 -511 SCALE = 1/4" = 1' -011 � 4 ^ -211 151 -611 121 -5" 4 f 0heet no. 41 WALL ZONF n - 41 -011 �► J ,,. S r (TYP.) WALL zoNE 7var 11'1'1 I r T. W, .P" — 1 (TT-F=.) Consulting Structural Enc� Ineer, P.E_ 41 33074 ,:JUN +� 8 2043 4836 S.W. 14 CT.,MIAMI, FLORIDA 33155 4 1 _ Of C305) 669 -0255 BELFRANIN *AOL.COM