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12-868-005COL_U„IN SCHEDULE MARK SIZE VERT /BASE FL TIES /CAF FL REMARKS CI 8 "x12" 405 •308" LONG BAR C2 8" x 14" 405 03 v 8" - C3 8" x 18" 6 05 03 call Q C4 8" x 19" 6 •5 03 0 8" F -4 C5 8" x 29" 805 03 6811 405 C6 SEE DETAIL 805 03 08" 3 5 C-i SEE DETAIL 8 5 •3 08" Q Q o U) WWW 00-0 6 BARS DETAIL *# SEE SCHEDULE 8 BARS DETAIL BEND STEEL AT T.B. TOP REINF. ,•, loll all DETAIL Clio W-- 1`3 TIES. SPACED AS PER corn. ca.ulrl o COL DOIIELS SAME SIZE 4 QTY AS VERT. REINF. t RE INFORCNG d DETAIL Ci DOWELS TO MATCH ! COL. RENF. ... ' ., . • � coNC FrG. SEE SCHEDULE T'rF. CONC. COL. REINFORCING DETAIL 3/4" = 1' -0" BOTTOM of EXISTING BEAM. I.6D LAT DRILL 1/8" DIA. x 6" DEEP AND FILL WITH EPDXY GROUT TYP. EA BAR 8" CMU WALL W/ 5 040" C/C IN GROUTED CELLS Nog LADDER TYP. JT. REINF. AT 16" C/C PROVIDE 2 05 0 EA SIDE OF OPENING AS SHOWN 4 1 5 AT EA. CORNER 8.. 8„ 8„ 3H 8" 9' -4" 17' -10" 7' -1" 2' -5" 9' -0" 3' -11 16' -0" WF -24 --------------- - - - - -- - - - - - - --- 7. • I • T �' 3 '5 3 5 r I , • • `' ,' ' •,I I DRILL (3)" DIA. xb" HOLES AT MIDDEPTH OF EXISTING �, ti , • : ' •1, I FOOTING 4 SET 3 5 BARS --- - -LIF -24 - - - -- J ' ? 3' -6" LG. IN EPDXY INTO NEW • :I _ •'�• I FOOTING /A /A _ co • I• ; .. .IO' -O" :, •, ,12'- 5 °, =4'I I ( F -4 — F -4 — — �I - r ' : y •I • •2.1i4:(4 "!-0 " LG -)t . CC TOP. 4. .EA: CO;4t* rP. - , . ,s " • I — — — --- - – – – - - -- I – LL • {.' • :. -, ••• .. ; • . • • ;- :.. gin• • ,:. • .. ;�, I � �• . �.. •• EXISTING FOOTING (V.IF.) NOTE 1Q TYP. LAP 03 BARS 12" LG. •4 ".'GoNQRETE• 6LAE3,W/ b�C6- 1111%x1;4' ALL REMAINING CMU PANELS O C14 ., I 11�1Jp •0 MI © g QVro C3 141L N r`' NOTE I� TYP. SHALL BE SAFELY BRACED C14 Lk I VAIaOR •BA1i>;21FR ON T1= fiF'ffTE '. : y r�: DURING CONSTRUCTION T1�E>4DED G41'1P;4C7i'"L7.SOIt. �' r rl '- I k ' • - r,' EXISTING CMU TO BE REMOVED EXISTING CONCRETE SLAB I' '.: , •; - - •��; EXISTING FOOTING (V.IFJ 8 I t �id -o - ,• •' •. • '1 �ro � �'. 8 -0 13 -8 . I •' •.2x•4,14` -O" LG�' ` ` L;; I DRILL (3)" DIA xb" HOLES I , v AT MIDDEPTH OF EXISTING N' • s TOP + 4 FLUSH FOOTING 4 SET 3 5 BARS J .. EA.COItER'T)'R 3' -6" LG. IN EPDXY INTO NEW • ,'• y,l FOOTING -' WF -24 - -'— .•--__ — �; - . a' I Y`i J n `A WF -24 n . . I •F .' NOTE (J) NoTE IO TYP. Nit -=ry n F- I '•.• .• ,• {., -- ,���- ,S�•S -rn -f�� -1 yrr> -rte ••r•�rs•rr+rrrrrr �• .. / / / // //• /rte /.l7Ji A/ /r // /iir / /1. /..l / //r L— — — — — — — — — — — — — — — — — — — — — — — — — -- - , �• in -24 ' :.. •, ' co EXISTING CONCRETE SLAB I ' :I 'C , I SEE OF-TAIL 1 6-1 7 � I c1 EXISTING FOOTING (VJF-) 5 11 I N T�- lZ(AGK'vv F -4 F -4 8" 8" CENTER LINE .� � OF EXISITNG J" A—k BEAM x 3' -O" LG. — — — — — — — CI COLUMN BEYOND i .. LIr •3012 "EW. CLEAN SURFACE TO BARE CONCRETE 4 APPLY BONDING AGENT ■ AT EA COLUMN OR BLIOGK W ; VERT. BAR CORE DRILL 4 05 EW. HOOKED ■ ' ■ HOLE J" LARGER THAN TOP ADD'L TO i i BAR DIA 6" DEEP 4 SCHEDULE BARS ; �"�';' SET DOWELS IN EPDXY EXISTING CONC. SLAB CORE DRILL / / \ //\ • •.< //\ \ 1j "DIA x4" DEEP 1 Oro DO LS OF DRILL -1/8" DIA. x 6" /\ \/\ • • ' = N • \/\ �� N HOLES 4 EPDXY Et 03 0" 12 DEEP AND FILL / CENTERLINE OF EXISITNG WITH EPDXY GROUT BEAM x 3' -0" LG. TYP. EA BAR. TOP OF EXISTING FOOTING. SEE PLAN i AND SCHEUDLE 4' 0" 6 MIL VAPOR BARRIER I •16 IN BLOCK CELL FILLED W/ 3,000 PSI PUMP MIX LEAVE ONE EXISTING FOOTING (V.IF.) 2 5 EA SIDE FACE OF BLOCK OPEN K'i BILLED CELL DETAIL. ('A"�5EGTION CORE DRILL (4) " DIA x 6" DEEP HOLES �—,SCALE : 3/4" 1' -O" AND SET 5 HOOKED BAR IN EPDXY. ,5_1 1/2" = 1' -O" a ct 5fi=RE,4D FOOTING; SCHE D UL_ E MARK SIZE LxWxTI-IICKNESS RE IN1= 0RCEMENT REMARKS BOTTOM TOR SHORT BAR LONG BAR SHORT BAR LONG BAR WP-24 2' -O "x12 "xCONT. • 4 0 48 3 5 - - ILL Q O LL p a O F -4 4'- O "x4'- O "xl2" 4S 405 405 405 F -25x4 2'- 6 "x4' -O "x12" 4$S 3 5 4S 315 Q Q o U) WWW 00-0 o Z 06 12 LEGEND: EXISTING CMU WALL TO REMAIN 1 • VERT., IN BLOCK CELL FILLED W/ CONG. GROUT (SEE NOTE). ® NEW CONCRETE COLUMN SEE SCHEDULE IN THIS SHEET. �- NEW CONCRETE SLAB EXISTING WALL TO BE REMOVED, AFTER NEW LLLLt i� COLUMNS 4 BLOCK UPS ARE INSTALLED 4 NEW REINF. ABOVE ARE INSTALLED WHERE INDICATED NEW FOOTING ®BREAK FACE SHELL OF EXISTING BLOCK 4 SET % BAR IN GROUT DRILL " DIA 6" HOLES IN FOOTING 4 BEAM 450 4 SET 6" DOWEL IN EPDXY. SEE DETAIL /S-1 �-- CORE DRILL J" DIA x4" HOLES 4 SET 43 X 1 " -4" LG BAR IN EPDXY 012" C/C m cl � 8" F 4 I I j J F -25x4 C3� I I I __J -1 "r F -25x4 13' -10" I.1' -8" I. nn m aD O it1 c6 I I I L4 - -- J (V -4" BELOW GRADE) DRILL (4)" DIA x6" HOLES AT MIDDEPTH OF EXISTING+ FOOTING 4 SET 4 5 BARS IN m _ z EPDXY o � DRILL (4) J" DIA xb" HOLES AT MIDDEPTH OF EXISTING FOOTING 4 SET 4 5 BARS IN EPDXY F -4 (V -4" BELOW GRADE) j c6 I F- RCPT >- cJ, .AL S�CTlonr 1'1' -4" L 1' -8" COORDINATE ALL DIMENSIONS 4 SIZE OF OPENING W/ ARCH. PLANS GROUND FLOOR 4 POUNDATION LAN 1 /4" = 1' -0" N. OSCAR G❑NZALEZ CONSULTING STRUCTURAL ENGINEER (305) 596 -4874 FLA.,PZ,, ICCF$Cy1�•3164. l• i •r • V 1 ; i�� e r� ,r1 • � �1r• " HISTORY OF DRAWING ISSUED DESCRIPTION DATE OF ISSUED 0 PROGRESS Q PERMIT 0 CONSTRUCTION REVISION BY REVISION DATE cle) co d" Lo T— T M N Z co o J � Z IL Z Q Q_ N EL u) 00 (.0 N Lo T O W H cr — X D w LL I ' U w o Lo W Q CIO Lo u CJ o C/) M C) J Q mow-• V Z CL Co r M W c") w T J U,) N Lo Z0oc1O O.w<w- 0E- * >� 2 w < r z w� V Q DATE 05 -25 -12 SCALE AS NOTED DRAWING J.S. JOB GROUND FLOOR & FOUNDATION PLAN SHEET S-1 OF 3 SHEETS J O Ir O I- Z ILL Q O LL p a O Q F_ Z —) w LJLJ Q Q o U) WWW 00-0 o Z 06 cle) co d" Lo T— T M N Z co o J � Z IL Z Q Q_ N EL u) 00 (.0 N Lo T O W H cr — X D w LL I ' U w o Lo W Q CIO Lo u CJ o C/) M C) J Q mow-• V Z CL Co r M W c") w T J U,) N Lo Z0oc1O O.w<w- 0E- * >� 2 w < r z w� V Q DATE 05 -25 -12 SCALE AS NOTED DRAWING J.S. JOB GROUND FLOOR & FOUNDATION PLAN SHEET S-1 OF 3 SHEETS J